公开(公告)号：US07744315B2

公开(公告)日：2010-06-29

申请号：US10597731

申请日：2005-02-04

申请人： Kwang-Man Kim ,  Sang-Mun Yun

发明人： Kwang-Man Kim ,  Sang-Mun Yun

IPC分类号： E02D27/08

CPC分类号： E02D27/32 ,  E02D27/02

摘要： The present invention relates to a reinforcement of foundation which comprises at least two base steel plates arranged to be upright with respect to the ground and shaped as a plate with a cutaway formed at a top portion thereof, a reinforced steel plate coupled to upper portions of both ends of the base steel plates, fastening steel rods placed to extend in a longitudinal direction of the base steel plate and coupled to the reinforced steel plate, and a connection steel rod bored sequentially through the base steel plates and coupled to the base steel plates. According to the present invention, huge concentrated load exerted on a foundation can be uniformly distributed, and thus, load transmitted from a pillar or column installed on the foundation can be stably supported. Further, the thickness of foundation can also be reduced as compared with the prior art, and thus, the excavation can be made shallow. Accordingly, the period and expense of construction can be reduced.

摘要翻译： 本发明涉及一种基座的加强件，其包括至少两个基板钢板，其布置成相对于地面竖立并成形为具有形成在其顶部的切口的板，加强钢板联接到 基座钢板的两端，紧固钢棒沿基板钢板的纵向方向延伸并且连接到加强钢板，以及连接钢棒，其顺序穿过基础钢板并连接到基础钢板 。 根据本发明，施加在基础上的巨大的集中载荷可以均匀分布，从而可以稳定地支撑从安装在基础上的柱或柱传递的载荷。 此外，与现有技术相比，基础的厚度也可以减小，因此可以使挖掘更浅。 因此，可以减少施工期间和费用。

公开(公告)号：US20070294969A1

公开(公告)日：2007-12-27

申请号：US10597731

申请日：2005-02-04

申请人： Kwang-Man Kim ,  Sang-Mun Yun

发明人： Kwang-Man Kim ,  Sang-Mun Yun

IPC分类号： E02D27/30

CPC分类号： E02D27/32 ,  E02D27/02

摘要： The present invention relates to a reinforcement of foundation which comprises at least two base steel plates arranged to be upright with respect to the ground and shaped as a plate with a cutaway formed at a top portion thereof, a reinforced steel plate coupled to upper portions of both ends of the base steel plates, fastening steel rods placed to extend in a longitudinal direction of the base steel plate and coupled to the reinforced steel plate, and a connection steel rod bored sequentially through the base steel plates and coupled to the base steel plates. According to the present invention, huge concentrated load exerted on a foundation can be uniformly distributed, and thus, load transmitted from a pillar or column installed on the foundation can be stably supported. Further, the thickness of foundation can also be reduced as compared with the prior art, and thus, the excavation can be made shallow. Accordingly, the period and expense of construction can be reduced.

摘要翻译： 本发明涉及一种基座的加强件，其包括至少两个基板钢板，其布置成相对于地面竖立并成形为具有形成在其顶部的切口的板，加强钢板联接到 基座钢板的两端，紧固钢棒沿基板钢板的纵向方向延伸并且连接到加强钢板，以及连接钢棒，其顺序穿过基础钢板并连接到基础钢板 。 根据本发明，施加在基础上的巨大的集中载荷可以均匀分布，从而可以稳定地支撑从安装在基础上的柱或柱传递的载荷。 此外，与现有技术相比，基础的厚度也可以减小，因此可以使挖掘更浅。 因此，可以减少施工期间和费用。

公开(公告)号：US07775746B2

公开(公告)日：2010-08-17

申请号：US10597729

申请日：2005-02-04

申请人： Kwang-Man Kim ,  Sang-Mun Yun

发明人： Kwang-Man Kim ,  Sang-Mun Yun

IPC分类号： E02D5/02

CPC分类号： E02D5/08 ,  E02D5/02

摘要： The present invention relates to a PHC pile used in a permanent retaining wall structure, and a connection method thereof, and more particularly, to a method of connecting PHC piles to each other by inserting a connection bar into connection pipes embedded in sheaths of the PHC piles. To this end, the PHC pile comprises a left connection pipe installed at one side of the sheath of the PHC pile and a right connection pipe embedded at the other opposite side of the sheath. Further, the method of connecting the PHC pile to each other comprises the steps of inserting a water-proof material into inner semi-cylindrical grooves of the connection pipes, inserting the connection bar between the connection pipes of the PHC piles, and consecutively connecting a plurality of PHC piles to one another by repeating the above steps.

摘要翻译： 本发明涉及一种永久性挡土墙结构中使用的PHC桩及其连接方法，更具体地说，涉及通过将连接杆插入嵌入在PHC的护套中的连接管中而将PHC桩彼此连接的方法 堆 为此，PHC桩包括安装在PHC桩的护套一侧的左连接管和嵌入护套另一侧的右连接管。 此外，将PHC桩彼此连接的方法包括将防水材料插入连接管的内半圆柱形槽中的步骤，将连接杆插入PHC桩的连接管之间，并连续地连接 通过重复上述步骤，多个PHC彼此堆叠。

公开(公告)号：US20090155001A1

公开(公告)日：2009-06-18

申请号：US10597729

申请日：2005-02-04

申请人： Kwang-Man Kim ,  Sang-Mun Yun

发明人： Kwang-Man Kim ,  Sang-Mun Yun

IPC分类号： E02D5/08

CPC分类号： E02D5/08 ,  E02D5/02

摘要： The present invention relates to a PHC pile used in a permanent retaining wall structure, and a connection method thereof, and more particularly, to a method of connecting PHC piles to each other by inserting a connection bar into connection pipes embedded in sheaths of the PHC piles. To this end, the PHC pile comprises a left connection pipe installed at one side of the sheath of the PHC pile and a right connection pipe embedded at the other opposite side of the sheath. Further, the method of connecting the PHC pile to each other comprises the steps of inserting a water-proof material into inner semi-cylindrical grooves of the connection pipes, inserting the connection bar between the connection pipes of the PHC piles, and consecutively connecting a plurality of PHC piles to one another by repeating the above steps.

摘要翻译： 本发明涉及一种永久性挡土墙结构中使用的PHC桩及其连接方法，更具体地说，涉及通过将连接杆插入嵌入在PHC的护套中的连接管中而将PHC桩彼此连接的方法 堆 为此，PHC桩包括安装在PHC桩的护套一侧的左连接管和嵌入护套另一侧的右连接管。 此外，将PHC桩彼此连接的方法包括将防水材料插入连接管的内半圆柱形槽中的步骤，将连接杆插入PHC桩的连接管之间，并连续地连接 通过重复上述步骤，多个PHC彼此堆叠。